Alternative Case Design on Av. Venezuela

Alternative Case Design on Av. Venezuela

1) Alternative case design was conducted based on the "without addtional land acquisition" case.

2) Alternative case design was conducted on Plan & Profile design and cross section design and construction cost estimate.

3) Av. Arica, Av. Ayllon and Carretera Central was not required to additional land acquistion. Therefore, Alternative case design was not conducted.

0.50 0.50

4.00

32.80 m.

11.50 1.00 11.50 4.00 (4.80)0.50 3.507.00 0.507.003.50

PH= 22.974

FH= 23.253

0.50 0.50

4.00

32.75 m.

11.50 1.00 11.50 4.00 (4.75)0.50 3.507.00 0.507.003.50

0.50 0.50

4.00

32.75 m.

11.50 1.00 11.50 4.00 (4.75)0.50 3.507.00 0.507.003.50

PH= 24.747

0.50 0.50

4.00

32.50 m.

11.50 1.00 11.50 4.00 (4.50)0.50 3.507.00 0.507.003.50

PH= 26.808

No. 02

V

N S

1.506.600.40

10.603.206.002.601.50P.PTCHP.PBBP.AEV

SN

No. 03

6.501.6510.603.106.102.500.200.200.200.15

0.200.15

1.50

V

No. 04

P.P

N S

TCHBB

TC P.A

18.503.004.052.504.000.200.25 P.P

GH= 23.203

GH= 24.697

GH= 26.758

A = 315A = 100

D = 450D = 350

D = 450

A = 315

D = 300

A = 100

D = 450

A = 315

D = 300A = 100

SN

No. 01

GH= 22.924

A =315

D=450D =315

A = 100

1.906.452.0011.302.506.851.500.150.15

VP.AVP.PP.AV BB

P.PBBBBV E P.A P.P TT

A : Agua D : Desague G : Gas

V : Vereda

J : Jard\U+00edn

T : TierraB : Berma

E : EstacionamientoP.P : Pista PrincipalP.A : Pista Auxiliar

Existing Road Cross Section R.O.W. = 32.80 m.

( Proposed Cross Section )







7.20 5.90

9.60 11.90

9.60 4.30

MINISTRY OF TRANSPORT AND COMMUNICATION ( MTC)

TRANSPORT COUNCIL OF LIMA AND CALLAO ( CTLC ) JAPAN INTERNATIONAL COOPERATION AGENCY

( JICA ) DWG No.: 71 / 80SCALE :

Av. Venezuela - 1 / 9

Cross Section ( Alternative Case Design )

1 / 300 Cross Section ( Alternative Case Design )

FEASIBILITY STUDY ON URBAN TRANSPORTATION IN THE LIMA AND CALLAO METROPOLITAN AREA IN THE REPUBLIC OF PERU

4.00 6.00

52.80 m.

2.008.002.00 2.00 8.00 4.00(4.80)6.002.008.00

0.50 0.507.002.50 3.00

0.50 0.50 0.507.00

0.50 0.507.00

0.503.00 2.50

PH= 37.865

0.50 0.50

4.00

32.55 m.

11.50 1.00 11.50 4.00 (4.55)0.50 3.507.00 0.507.003.50

SN

No. 08

E3.309.108.301.706.201.601.50

0.400.200.25P.ABJ P.P TCH P.P J

GH= 37.815

D = 350D = 300

A = 100

PH= 34.576

4.00 6.00

53.30 m.

2.008.002.00 2.00 8.00 4.00(5.30)6.002.008.00

0.50 0.507.002.50 3.00

0.50 0.50 0.507.00

0.50 0.507.00

0.503.00 2.50

N S

1.502.253.801.654.2513.805.602.50 1.61.50

0.200.200.200.200.200.20

13.65

B J B P.P B J B P.A E VP.PBB PP.AEV

GH= 34.526

A = 100

D = 300D = 350D = 300

A = 100

No. 07

4.00 6.00

52.20 m.

2.008.002.00 2.00 8.00 4.00(4.20)6.002.008.00

0.50 0.507.002.50 3.00

0.50 0.50 0.507.00

0.50 0.507.00

0.503.00 2.50

PH= 29.586

No. 05

P.P V

N S

1.5013.803.7010.602.904.002.102.50

0.250.200.200.200.15

1.60

P.AV BT P.P BBBP.ACEV

2.506.00

E

GH= 29.536

A = 150D = 300

A = 315A = 150

D = 300 D = 450

SN

No. 06

1.502.456.000.703.5010.603.3013.001.304.002.002.001.50

0.250.150.20.20.15JP.AJ

BES

BP.P

BTP.P

BV.PP.ACEV

B

GH= 31.569

A = 150D = 300

A = 315

A = 150

D = 300 A = 450


V : Vereda

J : Jard\U+00edn

T : TierraB : Berma


( Proposed Cross Section ) ( Proposed Cross Section )

( Proposed Cross Section )( Proposed Cross Section )

Existing Road Cross Section R.O.W. = 52.80 m.Existing Road Cross Section R.O.W. = 32.55 m.


2.40 1.70 4.20

90 5.80 2.10 1.00 11.90

80 5.00 2.10



( JICA ) DWG No.: 72 / 80SCALE : 1 / 300





PH= 46.109

PH= 34.576

4.00 6.00

51.20 m.

2.008.002.00 2.00 8.00 4.00(3.20)6.002.008.00

0.50 0.507.002.50 3.00

0.50 0.50 0.507.00

0.50 0.507.00

0.503.00 2.50

V

No. 12

N S

1.506.801.5013.004.8013.001.507.001.50

0.200.200.20P.AB

VP.PBB

JP.PPP.AV

GH= 46.059

D = 350D = 300D = 350D = 300D = 300

A = 100A = 100

PH= 44.503

PH= 34.576

4.00 6.00

50.35 m.

2.008.002.00 2.00 8.00 4.00(2.65)6.002.008.00

0.50 0.507.002.50 3.00

0.50 0.50 0.507.00

0.50 0.507.00

0.503.00 2.50

V P.A V

SN

No. 11

1.507.502.1010.804.6013.101.106.951.500.200.200.200.200.200.2 P.A

BTBP.P

BJ

BP.P

BTB

GH= 44.453

A = 100

D = 350D = 300

A = 100

PH= 42.220

4.00 6.00

50.90 m.

2.008.002.00 2.00 8.00 4.00(3.10)6.002.008.00

0.50 0.507.002.50 3.00

0.50 0.50 0.507.00

0.50 0.507.00

0.503.00 2.50

No. 10

N S

1.502.506.001.7010.504.8010.702.806.001.701.500.200.200.200.200.200.20

J

GH= 42.170

A = 150

D = 300D = 350D = 300

A = 100

E VP.ABB

P.PBJBP.P

BJBP.AEV

4.00 6.00

51.70 m.

2.008.002.00 2.00 8.00 4.00(3.70)6.002.008.00

0.50 0.507.002.50 3.00

0.50 0.50 0.507.00

0.50 0.507.00

0.503.00 2.50

V E P.A

SN

V

No. 09

1.507.001.113.204.5013.200.606.101.801.50

0.20 0.200.200.200.200.20 P.ABTBP.PBT B

P.PBB T

GH= 40.535

D = 350A = 100

D = 300 D = 300A = 150

PH= 40.585


V : Vereda

J : Jard\U+00edn

T : TierraB : Berma







90 5.00 1.30

1.20 50 5.30 1.601.90 5.30 1.00

1.50 5.00 1.50



( JICA ) DWG No.: 73 / 80SCALE : 1 / 300





PH= 47.528

0.50 0.50

4.00

33.40 m.

11.50 1.00 11.50 4.00 (5.20)

0.50 3.507.00 0.507.003.50

0.50 0.50

4.00

32.80 m.

11.50 1.00 11.50 4.00 (4.80)

0.50 3.507.00 0.507.003.50

PH= 49.628

PH= 51.836

24.90 m.

PH= 53.948

1.50(1.40)

24.75 m.

1.50(1.40)

1.50(1.45) 1.50(1.45)11.00 11.00

0.507.00

0.503.50 3.50 7.00

11.00 11.00

0.507.00

0.503.50 3.50 7.00

SN

No. 16

No. 15

N S

SN

V

No. 14

No. 13

V

N S

V

J

1.607.208.001.604.506.202.601.50

0.2 TP.PE-TE-MP.AB

JV

0.701.106.908.100.906.102.401.50 4.80

0.15 TP.PB

JB

P.AEV 0.15 TT

0.501.126.888.105.701.201.40

TTP.PEVJ

0.601.106.708.102.102.401.502.10

0.15 VEP.PB

JJVJ

GH= 49.578

GH= 51.786

GH= 53.898

GH= 47.478

A = 100

D = 300D = 250

A = 110

D = 250D = 250D = 250

A = 100 A = 100

D = 250 D = 250

A = 100

D = 250

D = 250


V : Vereda

J : Jard\U+00edn

T : TierraB : Berma








40 5.40 3.80

5.90 4.40 6.90 7.50

7.10 7.20



( JICA ) DWG No.: 74 / 80SCALE : 1 / 300





PH= 58.308

PH= 63.242

PH= 66.770

PH= 66.872

42.80 m.

0.50 0.50

3.50 2.0011.50 2.00 11.50 3.50(4.30)

[email protected]=7.000.50 0.50

10.500.50 0.50

10.508.00

24.80 m.

1.50(0.85)

24.35 m.

1.50(0.85)

1.50(1.35)

24.70 m.

1.50(1.35)1.50(1.40) 1.50(1.40)11.00 11.00

0.507.00

0.503.50 3.50 7.00

11.00 11.00

0.507.00

0.503.50 3.50 7.00

11.00 11.00

0.507.00

0.503.50 3.50 7.00

T

T

P

V

T

SN

P

No. 17

No. 18

N S

SN

No. 19

No. 20

N S

4.104.208.204.304.00

E-BP.PE

5.802.308.002.201.00

1.003.90

0.15 EP.PT

BTVJ

8.608.108.00

P.P

2.1024.408.204.104.00

TP.PTV

GH= 58.258

GH= 63.192

GH= 66.720

GH= 66.822

D = 250 D = 250

D = 250 D = 250

D = 250

D = 250D = 250

A = 160


V : Vereda

J : Jard\U+00edn

T : TierraB : Berma






Existing Road Cross Section R.O.W. = 24.35 m. Existing Road Cross Section R.O.W. = 42.80 m.


7.20 7.10

7.20 7.104.60 8.40 11.90

6.90 7.40



( JICA ) DWG No.: 75 / 80SCALE : 1 / 300





0.50 0.50

3.50 2.0011.50 2.00 11.50 3.50(5.90)


10.500.50 0.50

10.508.00

PH= 71.882

44.40 m.

SN

No. 22

T

1.6061.6028.408.103.904.00

TTP.PEV

GH= 71.832

0.50 0.50

3.50 2.0011.50 2.00 11.50 3.50(5.50)[email protected]=7.00

0.50 0.5010.50

0.50 0.5010.50

8.00

PH= 69.041

44.00 m.No. 21

N S

T28.408.103.904.00

P.PEV

GH= 68.991

D = 250

0.50 0.50

3.50 2.0011.50 2.00 11.50 3.50(7.30)[email protected]=7.00

0.50 0.5010.50

0.50 0.5010.50

8.00

PH= 74.840

45.80 m.No. 23

N S

1.502.606.1011.006.702.701.50 18.503.002.40

E P.A E VP.P TTP.AEV

GH= 74.790

A = 150

D = 300D = 400

A = 150


V : Vereda

J : Jard\U+00edn

T : TierraB : Berma






4.50 8.50 11.90

4.40 8.40 11.90

11.90 11.90



( JICA ) DWG No.: 76 / 80SCALE : 1 / 300





PH= 78.536

0.50 0.50

3.50 2.0011.50 2.00 11.50 3.50(10.50)[email protected]=7.00

0.50 0.5010.50

0.50 0.5010.50

8.00

49.00 m.

PH= 87.131

0.50 0.50

3.50 2.0011.50 2.00 11.50 3.50(12.60)[email protected]=7.00

0.50 0.5010.50

0.50 0.5010.50

8.00

51.10 m.

0.50 0.50

3.50 2.0011.50 2.00 11.50 3.50(5.15)[email protected]=7.00

0.50 0.5010.50

0.50 0.5010.50

8.00

43.65 m.

PH= 84.349 SN

No. 26

V1.601.006.1017.808.107.401.50

0.15EP.A

VJ-TP.PT V

GH= 84.299

A = 150A = 150

PH= 81.414

No. 25

V

N S

1.506.106.1018.208.100.901.006.80

0.150.15 EP.ABB

TP.PEVJ

GH= 81.364

D = 250 D = 250

A = 100A = 150

0.50 0.50

3.50 2.0011.50 2.00 11.50 3.50(6.10)[email protected]=7.00

0.50 0.5010.50

0.50 0.5010.50

8.00

44.60 m.

SN

No. 24

V2.501.605.907.2011.307.908.20

EP.AETP.PT

GH= 78.486

A = 100

D = 250D = 250

A = 150

No. 27

N S

P.A1.601.206.0018.108.105.206.602.501.50

0.150.15 VTTB

P.PB

TP.AEV

GH= 87.081

D = 250

A = 100 A = 150

D = 250


V : Vereda

J : Jard\U+00edn

T : TierraB : Berma










4.70 8.40 11.90

5.20 8.40 11.80 11.90 1.40 11.90

5.40 8.40 11.90



( JICA ) DWG No.: 77 /80 SCALE : 1 / 300





0.50 0.50

3.50 2.0011.50 2.00 11.50 [email protected]=7.00

0.50 0.5010.50

0.50 0.5010.50

8.00

42.00 m.

PH= 90.084

0.50 0.50

3.50 2.0011.50 2.00 11.50 3.50(3.55)


10.500.50 0.50

10.508.00

42.05 m.

PH= 93.334 PH= 96.701

0.50 0.50

3.50(2.75) 2.0011.50 2.00 11.50 3.50(2.75)


10.500.50 0.50

10.508.00

40.50 m.

SN

No. 28

V1.601.206.1037.608.104.906.602.801.50

TP.ABTP.PBB

TP.AEV0.150.150.15

GH= 90.034

D = 250 D = 250

A = 150 A = 150

No. 29

N S

1.5010.302.00VJTP.PVJV

GH= 93.284

12.151.506.807.80

D = 350 D = 250

A = 100

SN

No. 30

J

7.701.005.609.8014.801.60

VP.PEV J

GH= 96.651

D = 350


V : Vereda

J : Jard\U+00edn

T : TierraB : Berma






11.90 1.20 11.90

11.90 10.6012.00 11.90



( JICA ) DWG No.: 78 / 80 SCALE : 1 / 300





0.50 0.50

2.0011.50 2.00 11.50 3.50(2.10)


10.500.50 0.50

10.508.00

39.20 m.

PH= 99.666

PH= 102.287

0.50 0.50

2.0011.50 2.00 11.50 3.50(2.85)


10.500.50 0.50

10.508.00

40.70 m.

PH= 104.882

0.50 0.50

2.0011.50 2.00 11.50 3.50(2.20)


10.500.50 0.50

10.508.00

39.40 m.

0.50 0.50

3.50(2.00) 2.0011.50 2.00 11.50 3.50(2.00)


10.500.50 0.50

10.508.00

39.00 m.

GH= 107.836

3.50(2.20)

3.50(2.85)

3.50(2.10)

No. 31

N S

E1.00

4.7014.700.5010.402.105.40 0.40

VP.PVP.PEV J

GH= 99.616

A = 100

D = 250D = 250

A = 100

S

No. 32

V

N

3.102.4013.403.0013.302.602.90

EP.PVP.PEV

GH= 102.237

D = 250

A = 100

D = 600D = 400D = 250

A = 150

V

SN

No. 33

2.702.6013.303.0013.402.402.00

EP.PVP.PEV

GH= 104.832

D = 250

A = 100

D = 600D = 350D = 250

A = 100

V

No. 34

N S

2.503.0012.902.9013.502.501.70

EP.PV-BP.PEV

GH= 107.786

A = 150

D = 250

A = 250

D = 250

A = 100


V : Vereda

J : Jard\U+00edn

T : TierraB : Berma







5.40 60 4.30

2.70 3.00 3.10

2.30 3.00 3.90

2.20 3.00 3.50



( JICA ) DWG No.: 79 / 80SCALE : 1 / 300





25.

20

18.

00m

24.

80m

42.

00m

No.

19-2

4.70

m

No.

18-2

4.35

m

25.00m

25.00m

25.00m

25.

00m

PlanS = 1 / 1,000

Cross Section Design on Alternative Case Design

Sidewalk

18.00 m.7.50

Sidewalk

3.50

Arterial Traffic Lane


3.50

1.50

3.50 3.50

7.50 1.50

0.500.50

Sidewalk

1.50

25.00 m.

11.00 11.00 1.50

0.507.00

0.50

Sidewalk

3.50 3.50



Exclusive Trunk Bus Lane

7.00

w= 25.0 m. Cross SectionS= 1/200 w= 18.0 m. Cross Section

S= 1/200

Widening Condition alongHuaca Aramburu on Av. Venezuela based on Alternative Case Design MINISTRY OF TRANSPORT AND COMMUNICATION ( MTC)


( JICA ) DWG No.: 80/80SCALE :

Widening Condition along Huaca Aramburu based on Alternative Case Design

Indicated


Documents

Alternative Case Design on Av. Venezuela